JPS62233344A - Preventer for leakage of water in outer wall of underground structure - Google Patents

Preventer for leakage of water in outer wall of underground structure

Info

Publication number
JPS62233344A
JPS62233344A JP7524886A JP7524886A JPS62233344A JP S62233344 A JPS62233344 A JP S62233344A JP 7524886 A JP7524886 A JP 7524886A JP 7524886 A JP7524886 A JP 7524886A JP S62233344 A JPS62233344 A JP S62233344A
Authority
JP
Japan
Prior art keywords
water
wall
waterproof layer
vertical
holes
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP7524886A
Other languages
Japanese (ja)
Other versions
JPH0452813B2 (en
Inventor
Mitsumasa Yamamoto
光政 山本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP7524886A priority Critical patent/JPS62233344A/en
Publication of JPS62233344A publication Critical patent/JPS62233344A/en
Publication of JPH0452813B2 publication Critical patent/JPH0452813B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE:To completely prevent the leakage of water by a method in which a PC steel plate is set on the outside of a water-proof layer provided on the outside of a room in the outer wall of an underground structure, a plurality of vertical holes leading to a water-collecting pipe are formed in the PC plate, and many small holes are formed in the sides of the vertical holes. CONSTITUTION:A PC plate 3 is set on the outside of a water-proof layer 2 formed on the outside of a room in the outer wall 1 of a basement and supported by a foundation 4 on the lower end of the outer wall 1. A plurality of vertical holes having many horizontal holes in the vertical direction of their sides are provided in the plate 3 and connected to a water collection pipe 6 below the foundation 4 by a connecting pipe 7.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、地下構築物O外壁漏水防止装置に関する。[Detailed description of the invention] Industrial applications The present invention relates to an underground structure O outer wall water leakage prevention device.

従来の技術 一般に、土木建築における原子力関連施設や一般ビル等
の重要地下構築物の外壁は、漏水防止処理が施されてい
る。
BACKGROUND OF THE INVENTION Generally, the outer walls of important underground structures such as nuclear power related facilities and general buildings in civil engineering and construction are treated to prevent water leakage.

従来、この種の漏水防止処理は地下外壁の室外面にアス
ファル・ト防水層を施したり、あるいはこれにサブドレ
ーン方式等を併用し、地下水位を常に一定レベル以下に
維持するものであった。
Conventionally, this type of water leakage prevention treatment has involved applying an asphalt waterproof layer to the exterior surface of underground walls, or using a sub-drain system in combination with this to maintain the groundwater level below a certain level.

しかし、このような構成だと、一般に、構造物周辺部の
地盤は埋め戻し土によって造成され、かつ耐震設計の条
件に適合するよう重機によって転圧されるため、さらに
永年の圧密沈下のため地下外壁の防水層と埋め戻し土と
の間に7リクシヨンが生じて防水層がずれたりあるいは
破断めくれたりする等の不都合が生じ漏水の大きな原因
になっていた。
However, with this type of structure, the ground around the structure is generally created with backfill soil and compacted using heavy equipment to meet the seismic design conditions, and furthermore, due to long-term consolidation settlement, underground Reactions occurred between the waterproof layer of the outer wall and the backfill soil, causing problems such as the waterproof layer shifting or breaking and turning over, which was a major cause of water leakage.

この発明は、前記従来の問題点を解消するだめに提案さ
れたもので、埋め戻し土と防水層との直接的なフリクシ
ョンによる防水層のずれや破断を防止し、地下外壁の漏
水を完全に防止することを目的とするものである。
This invention was proposed to solve the above-mentioned conventional problems, and it prevents the waterproof layer from shifting or breaking due to direct friction between the backfill soil and the waterproof layer, and completely prevents water leakage from underground outer walls. The purpose is to prevent

問題点を解決するための手段 この発明は、地下構築物の外壁の室外側に防水層を設け
るとともにその外側にPC板を建付けこのPC板に集水
管に通じる複数本のたて穴を上下方向に連続して設けか
つこのたて穴の側部に複数個のよこ穴を設けることによ
り前記目的を達成するものである。
Means for Solving the Problems This invention provides a waterproof layer on the outdoor side of the outer wall of an underground structure, erects a PC board on the outside, and installs a plurality of vertical holes connected in the vertical direction on this PC board leading to water collection pipes. The above object is achieved by providing a vertical hole and a plurality of horizontal holes on the sides of the vertical hole.

実施例 以下、この発明を図示する一実施例によって説明すると
、図は建物の一部地下室を示したもので外壁1の室外側
にアスファルト防水層等からなる防水層2が外壁1の全
面に亘って形成され、さらにこの防水層2の室外側に防
水層2の全面に亘ってPCC20建付けられている。P
CC20外壁1の下端部に現場打ちコンクリートによっ
て造成された基礎4によって支持されている。
EXAMPLE Below, the present invention will be explained by an example illustrated in the figure.The figure shows a part of the basement of a building, and a waterproof layer 2 made of an asphalt waterproof layer or the like is provided on the outside of the exterior wall 1 over the entire surface of the exterior wall 1. Further, a PCC 20 is installed over the entire surface of the waterproof layer 2 on the outdoor side of the waterproof layer 2. P
The lower end of the CC20 outer wall 1 is supported by a foundation 4 made of cast-in-place concrete.

PCC20中には複数本のたて穴5がPCC20上下方
向に連続し、かつPC板30幅方向に一定間隔おきに形
成されている。各たて穴5は基礎4の下側に埋設された
集水管6に連結管7によって接続されている。
In the PCC 20, a plurality of vertical holes 5 are formed continuously in the vertical direction of the PCC 20 and at regular intervals in the width direction of the PC board 30. Each vertical hole 5 is connected to a water collection pipe 6 buried under the foundation 4 by a connecting pipe 7.

また、各たて穴5の側部には複数個のよこ穴8、・・が
たて穴5の上下方向に一定間隔おきに形成されている。
Further, a plurality of horizontal holes 8, . . . are formed in the side portion of each vertical hole 5 at regular intervals in the vertical direction of the vertical hole 5.

なお、たて穴5およびよこ穴8゜・・はPCC20成形
する際に形成しておくものとする。
Note that the vertical holes 5 and the horizontal holes 8° are formed in advance when the PCC 20 is molded.

このような構成において、地盤中の地下水はよこ穴8.
・・よりたて穴5内に導びかれ、たて穴5内の地下水は
さらに連結管7によって集水管6に集められる。そして
、集水管6内の地下水は排水ポンプ(図省略)によって
速やかに地上に排水される。
In such a configuration, groundwater in the ground flows through the horizontal hole 8.
...The groundwater is guided into the vertical hole 5, and the groundwater in the vertical hole 5 is further collected into a water collection pipe 6 through a connecting pipe 7. Then, the groundwater in the water collection pipe 6 is quickly drained to the ground by a drainage pump (not shown).

その結果として、地盤中の地下水はPCC20り室内側
に浸入する恐れは全くなく地下水の漏水を完全に防止す
ることができる。
As a result, there is no possibility that groundwater in the ground will infiltrate into the interior of the room through the PCC 20, and leakage of groundwater can be completely prevented.

なお、地下水の排水を全く必要としない場合にはPCC
20たて穴5およびよこ穴8を一切設けないで、PCC
20単に防水層2の養生材として設置するものとする。
In addition, if there is no need to drain groundwater at all, PCC
20 PCC without any vertical holes 5 or horizontal holes 8
20 shall be installed simply as a curing material for the waterproof layer 2.

発明の効果 この発明は、以上の構成からなるので以下の効果を有す
る。
Effects of the Invention The present invention has the following effects because it has the above configuration.

■ 地下構築物の外壁の室外側に形成された防水層はそ
の前面にPC板を建付けることにより保護されているの
で、防水層と周辺地盤との直接のフリクションによる防
水層のずれ、破断、めくれ等を防止することができ、さ
らに、PC板には地下水を積極的に集め排水するための
たて穴とよこ穴が設けられているので地下水の漏水を完
全に防止することができる。
■ The waterproof layer formed on the outdoor side of the exterior wall of an underground structure is protected by installing a PC board in front of it, so there is no risk of shifting, breaking, or peeling of the waterproof layer due to direct friction between the waterproof layer and the surrounding ground. Furthermore, since the PC board is provided with vertical and horizontal holes for actively collecting and draining underground water, leakage of underground water can be completely prevented.

■ また、防水層の養生材としてPC板が使用されてい
るので、施工がきわめて簡単にかつ短期間でおこなうこ
とができる。
■ Also, since PC boards are used as the curing material for the waterproof layer, construction can be done extremely easily and in a short period of time.

■ さらに、周辺地盤の埋め戻し工事は、従来防水層を
痛めないよう細心の注意を要したがこの装置VCよると
PC板が埋め戻し工事の際の防水層の養生材になるため
、前述するような心配は一切なくm工のスピード化等合
理化が計れる。
■ Furthermore, when backfilling the surrounding ground, great care has traditionally been taken not to damage the waterproof layer, but according to this device VC, the PC board will serve as a curing material for the waterproof layer during backfilling, so the above-mentioned There is no need to worry about such things, and you can speed up and streamline the machining process.

【図面の簡単な説明】[Brief explanation of drawings]

第1図〜第3図はこの発明の一実施例を示したもので、
第1図は建物の地下部分の一部断面図、第2図は第1図
におけるA部拡大図、第3図は第2図におけるB−B線
断面図である。 1・・外壁、2・・防水層、3・・PCC10・基礎、
5・・たて穴、6・・集水管7・・連結管、8・・よこ
穴、9・・埋戻し土。
Figures 1 to 3 show an embodiment of this invention.
FIG. 1 is a partial sectional view of the underground part of the building, FIG. 2 is an enlarged view of section A in FIG. 1, and FIG. 3 is a sectional view taken along the line B--B in FIG. 2. 1. Exterior wall, 2. Waterproof layer, 3. PCC10 foundation,
5. Vertical hole, 6. Water collection pipe 7. Connecting pipe, 8. Horizontal hole, 9. Backfill soil.

Claims (1)

【特許請求の範囲】[Claims] 地下構築物の外壁の室外側に防水層を設けるとともにそ
の外側にプレキャストコンクリート板(以下PC板とい
う)を建付けこのPC板に集水管に通じる複数本のたて
穴を上下方向に連続して設けかつこのたて穴の側部に複
数個の小穴を設けてなることを特徴とする地下構築物の
外壁漏水防止装置。
A waterproof layer is provided on the outdoor side of the outer wall of the underground structure, and a precast concrete board (hereinafter referred to as a PC board) is erected on the outside of the waterproof layer, and a plurality of vertical holes are provided in series in the vertical direction on this PC board leading to water collection pipes. A water leakage prevention device for the outer wall of an underground structure, characterized in that a plurality of small holes are provided on the side of a vertical hole.
JP7524886A 1986-04-01 1986-04-01 Preventer for leakage of water in outer wall of underground structure Granted JPS62233344A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7524886A JPS62233344A (en) 1986-04-01 1986-04-01 Preventer for leakage of water in outer wall of underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7524886A JPS62233344A (en) 1986-04-01 1986-04-01 Preventer for leakage of water in outer wall of underground structure

Publications (2)

Publication Number Publication Date
JPS62233344A true JPS62233344A (en) 1987-10-13
JPH0452813B2 JPH0452813B2 (en) 1992-08-24

Family

ID=13570731

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7524886A Granted JPS62233344A (en) 1986-04-01 1986-04-01 Preventer for leakage of water in outer wall of underground structure

Country Status (1)

Country Link
JP (1) JPS62233344A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0433743U (en) * 1990-07-11 1992-03-19
CN111501846A (en) * 2020-05-06 2020-08-07 无锡锡晟建设有限公司 Water stop steel plate supporting structure of foundation bottom plate post-cast strip

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0433743U (en) * 1990-07-11 1992-03-19
CN111501846A (en) * 2020-05-06 2020-08-07 无锡锡晟建设有限公司 Water stop steel plate supporting structure of foundation bottom plate post-cast strip
CN111501846B (en) * 2020-05-06 2021-06-15 无锡锡晟建设有限公司 Water stop steel plate supporting structure of foundation bottom plate post-cast strip

Also Published As

Publication number Publication date
JPH0452813B2 (en) 1992-08-24

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